Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 231
OMAE2001 / 0SU - 5052 data have limited amount over a long ABSTRACT A
wave and wind hindcast study was made of the southeast Brazilian region
comprising both Campos and Santos Basins , the main offshore oil exploration
areas in ...
OMAE2001 / 0SU - 5052 data have limited amount over a long ABSTRACT A
wave and wind hindcast study was made of the southeast Brazilian region
comprising both Campos and Santos Basins , the main offshore oil exploration
areas in ...
Page 233
In BOMOS , the wind field hindcast methodology used to specify 6 - hourly winds
for the continuous years was ... The major differences between the storm and
continuous hindcasts are : a greater amount of time per 6 - hour analysis was
spent ...
In BOMOS , the wind field hindcast methodology used to specify 6 - hourly winds
for the continuous years was ... The major differences between the storm and
continuous hindcasts are : a greater amount of time per 6 - hour analysis was
spent ...
Page 240
Maximum hindcast Hs and associated direction VMD ( plotted as arrows ) for the
storm of 21 - 27 August 1992 using the 3G - wave model . BOMOS Continuous
Month 9409 10 Meter IOKA Winds / OWI 1G Wave Model Output Measured vs .
Maximum hindcast Hs and associated direction VMD ( plotted as arrows ) for the
storm of 21 - 27 August 1992 using the 3G - wave model . BOMOS Continuous
Month 9409 10 Meter IOKA Winds / OWI 1G Wave Model Output Measured vs .
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind